数字航空摄影三维重建理论与技术发展综述

航空摄影测量作为摄影测量学最重要的分支之一,近年来得到了长足的发展。倾斜航空摄影和无人机摄影测量等多种新作业模式的出现,给传统航空摄影测量带来新的挑战的同时也催生出了诸多新的解决方案。此外,人工智能领域计算机视觉技术和深度学习技术中的新理论、新方法不断融入航空摄影测量中,推动航空摄影测量向智能化、自动化方向发展。当代航空摄影测量学已经是多种传感器融合、多种数据采集方式结合、传统摄影测量和人工智能技术交叉的产物。三维重建是航空摄影测量的核心问题之一。本文阐述了当代航空摄影三维重建技术的发展趋势和存在的问题,着重从航空影像的同名连接点自动提取与匹配、区域网平差、密集匹配和单体化建模4个方面对当前的研究现状进行了总结讨论,给出了当前国内外主流的航空影像摄影测量处理框架。     

隧道区滑坡防治方案研究

分析滑坡区隧道的主要病害特征和滑坡与隧道病害的相互关系。对隧道区的滑坡防治进行系统的分析与研究,针对性地提出了安全、经济的防治方案,为今后隧道区的滑坡防治方案提供参考。     

吉尔吉斯马克马尔金矿床地质特征及其意义

马克马尔大型金矿床位于吉尔吉斯中天山造山带,属中-酸性侵入体接触交代型金矿床。新疆是中-酸性侵入岩分布广泛地区,目前已发现多处金矿床或矿点分布于中-酸性侵入体内或外接触带。新疆具备这类金矿床的成矿条件和找矿远景,并已找到多纳拉萨依等多个该类型金矿,但目前该类型金矿产地不多,规模不大,笔者通过对马克马尔接触交代型金矿床地质特征的总结,以期对新疆地区该类型金矿床的查找有所帮助。     

Quantitative hazard and risk assessment for slow-moving landslides from Persistent Scatterer Interferometry

Preparation of reliable landslide hazard and risk maps is crucial for hazard mitigation and risk management. In recent years, various approaches have been developed for quantitative assessment of landslide hazard and risk. However, possibly due to the lack of new data, very few of these hazard and risk maps were updated after their first generation. In this study, aiming at an ongoing assessment, a novel approach for updating landslide hazard and risk maps based on Persistent Scatterer Interferometry (PSI) is introduced. The study was performed in the Arno River basin (central Italy) where most mass movements are slow-moving landslides which are properly within the detection precision of PSI point targets. In the Arno River basin, the preliminary hazard and risk assessment was performed by Catani et al. (Landslides 2:329–342, 2005) using datasets prior to 2002. In this study, the previous hazard and risk maps were updated using PSI point targets processed from 4 years (2003–2006) of RADARSAT images. Landslide hazard and risk maps for five temporal predictions of 2, 5, 10, 20 and 30 years were updated with the exposure of losses estimated in Euro (€). In particular, the result shows that in 30 years a potential loss of approximate €3.22 billion is expected due to these slow-moving landslides detected by PSI point targets.     

藏北龙木错—双湖—澜沧江板块缝合带发现晚石炭世—早二叠世洋岛型岩石组合

天泉群岛出露于龙木错—双湖—澜沧江板块缝合带的中西段,也是目前该缝合带上所发现的第一套洋岛型岩石组合。通过野外踏勘、剖面测制等对天泉群岛进行了较为详细的研究,结果显示,天泉群岛由9个孤立、岩石组合不同的洋岛组成,其中独泉沟洋岛、屏风岭洋岛的洋岛组分齐全,见玄武岩、灰岩、砾岩、硅质岩等,其他洋岛的洋岛组分不全。天泉群岛与展金组复理石沉积为整合接触,表明其形成时代为晚石炭世—早二叠世。天泉群岛的厘定,说明龙木错—双湖—澜沧江大洋在晚石炭世—早二叠世仍具有成熟的洋壳。该项研究进一步丰富了龙木错—双湖—澜沧江板块缝合带的演化内容,为反演区域地质演化历史提供了依据。     

Field experiments and numerical simulations of whirlpool foundation pit dewatering

A whirlpool foundation pit is a small-diameter, deep circular pit. Because of its depth and small diameter, a large drawdown is required, and a limited number of wells can be installed inside the pit. During excavation, partially penetrating wells inside and outside the foundation pit have to be installed to lower the water level when the aquifer is too thick. However, partially penetrating wells near partially penetrating curtains cannot be treated by analytical methods. Therefore, it is necessary to use numerical methods to predict dewatering during excavation. Field experiments were performed on whirlpool foundation pit 1880 of Baosteel Group, Shanghai, China, to obtain pumping rates and drawdown, pumping with a single well and two wells in the confined aquifer. The results indicate that the drawdown inside the pit induced by pumping wells outside the foundation pit was small, whereas it was large for pumping wells inside the pit. The pumping wells inside and outside the pit had to be combined to lower the water level. A three-dimensional numerical model was developed to simulate the dewatering process. The hydraulic conductivities of the confined aquifers were inversed by using the pumping tests. Operation schedules were simulated with the corrected model for different combinations of wells inside and outside the pit. The results suggest that different schedules and operation conditions affect drawdown. The monitored results during dewatering indicate that the simulation and field measurements were in agreement. The results can be applied to similar situations.     

Experimental investigation on shear strength and permeability of a deeply dewatered sewage sludge for use in landfill covers

This paper presents an experimental study on a deeply dewatered sewage sludge produced by using a new technique of membrane filter press. The experiments involve measurements of sludge composition, basic physical properties, shear strength, water permeability, and leaching toxicity. The measurements of shear strength and permeability were also performed on the sludge specimens soaked in a low acid leachate or distilled water for 1 and 2 months. This is to investigate the influence of chemical change in pore fluid as a result of rainfall infiltration or leachate seepage at landfills. Comparison tests were also carried out on silty clay that is commonly used for landfill cover material. The experimental results show that the deeply dewatered sludge contains 66 % organic content and 85 % water content (dry mass basis). The undrained shear strength of the sludge is >25 kPa even after 2-month soaking in the leachate and distilled water, meeting the requirement of the Chinese standard [CJ/T249-2007, Disposal of sludge from municipal wastewater treatment plant: sludge quality for co-landfilling. Ministry of Building and Construction, P.R. China (in Chinese), 2007]. The measured cohesion and friction angle for the sludge are >20 kPa and 22.3°, respectively. The soaking of sludge specimens in either leachate or distilled water resulted in an increase in frictional angle by several degrees. The water permeability for the sludge ranges from 0.68 × 10^?8 to 1.3 × 10^?8 cm/s, and permeability after 2-month soaking is less than the minimum requirement for the barrier layer of landfill covers (i.e., 1.0 × 10^?7 cm/s). The concentrations of heavy metals leaching from the dewatered sludge are lower than the limit values of leaching toxicity for the wastewater discharge standard of China. The experimental results indicate that deeply dewatered sludge can be used as an alternative material for the barrier layer of landfill covers.     

大宗急缺矿产和战略性新兴产业矿产调查工程进展与主要成果

钾盐是关乎国计民生的大宗急缺矿产; 稀有金属、稀土金属、稀散金属、萤石、晶质石墨、金刚石等矿产是国内外公认的战略性新兴矿产。根据国家建设的需求,2015年中国地质调查局设立了“大宗急缺矿产和战略性新兴产业矿产调查工程”。该工程以查明重要矿种的资源潜力,取得找矿突破为目标,以矿调为手段,以“五位一体”为部署原则,进行了全国重点地区大型资源基地和重要矿集区相关矿种的成矿规律和找矿方法创新研究,同时开展了矿产资源的综合利用研究。经过3年的努力已取得了一批找矿成果,丰富了成矿理论,创新了找矿方法,支撑了赣南、闽西等革命老区脱贫攻坚,带动了川西等地区的经济发展,对保障国家农业安全和战略性新兴产业顺利发展发挥了积极作用。概要介绍了在钾盐找矿、华南“三稀”金属矿产调查、川西大型锂矿资源基地建设、新疆奇台超大型晶质石墨矿找矿等方面取得的新进展; 介绍了在华南、华北、中西部等主要成矿带“三稀”矿产、晶质石墨、萤石等关键矿种成矿规律研究、成矿模式构建、资源潜力评价、重点靶区优选、技术方法组合等方面取得的成果; 介绍了在公益性基础性调查研究中所起到的示范引领作用。钾盐“二层楼”成矿模式和锂矿“五层楼+地下室层脉组合”成矿理论和找矿模型得以完善,新发现靶区40处,矿产地14处,大型资源基地2处,新增KCl资源量3.5亿t,伟晶岩型锂资源量31.75万t,铍资源量1.6万t,石墨资源量7 378万t,脉石英56万t,萤石1 159万t,金刚石资源量2.29万克拉,新增重稀土资源量12万t,含磷锂铝石岩体型锂资源量38万t。该工程取得的进展与成果对保障国家资源安全和战略性新兴产业的顺利发展具有重要的现实意义。     

中国地热研究的进展与展望(1995～2014)

地热是主要地球物理场之一,地热能是地球的本土能源。李四光在20世纪60年代开创了我国地热科学。到90年代,学科体系基本建立。在过去20年里,我国地热研究得到了进一步深化和拓展。本文从大地热流、岩石圈热结构、地热系统、油气盆地地热、矿山地热、天然气水合物以及气候变化等方面回顾地热研究代表性的创新进展,并对深层地热、海洋地热、环境地热等研究方向作了展望。本文认为,过去20年我国地热研究成果丰硕,国际影响力得到提高,未来发展势头强劲。在经历了由浅入深,从今到古的成长之后,地热研究还将不断拓展领域,为我国地球科学,特别是能源与环境安全做出更大贡献。     

Hazardous geology zoning and influence factors in the near-shore shallow strata and seabed surface of the modern Yellow River Delta,China

In this study, on the basis of 3,200 km shallow stratigraphic section and side-scan sonar data of the coastal area of the Yellow River Delta, we delineated and interpreted a total of seven types of typical hazardous geologies, including the hazardous geology in the shallow strata (buried ancient channel and strata disturbance) and hazardous geology in the seabed surface strata (pit, erosive residual body, sand patch, sand wave and scour channel). We selected eight parameters representing the development scale of the hazardous geology as the zoning indexes, including the number of hazardous geology types, pit depth, height of erosive residual body, length of scour channel, area of sand patch, length of sand wave, width of the buried ancient channel and depth of strata disturbance, and implemented the grid processing of the research area to calculate the arithmetic sum of the zoning indexes of each unit grid one by one. We then adopted the clustering analysis method to divide the near-shore waters of the Yellow River Delta into five hazardous geology areas, namely the serious erosion disaster area controlled by Diaokou lobe waves, hazardous geology area of multi-disasters under the combined action of the Shenxiangou lobe river wave flow, accumulation type hazardous geology area controlled by the current estuary river, hazardous geology area of single disaster in the deep water area and potential hazardous geology area of the Chengdao Oilfield. All four of the main factors affecting the development of hazardous geology, namely the diffusion and movement of sediment flux of the Yellow River water entering the sea, seabed stability, bottom sediment type and distribution, as well as the marine hydrodynamic characteristics, show significant regional differentiation characteristics and laws. These characteristics and laws are consistent with the above-mentioned zoning results, in which the distribution, scale and genetic mechanism of hazardous geology are considered comprehensively. This indicates that the hazardous geology zoning based on the cluster analysis is a new attempt in research regarding the hazardous geology zoning of the near-shore waters of the modern Yellow River Delta and that this type of zoning has a high level of reasonability.